Shear Force & Bending Moment Diagram (03)

Dear Viewers,

With reference to my previous two (02) articles about Shear Force & Bending Moment Diagram, I am going to present my another article about Shear Force & Bending Moment Diagram. At first let review the previous articles once again.

My first article contains the basics rules of Shear Force Diagram (SFD) & Bending Moment Diagram (BMD), which is,

http://seasoft022.blogspot.com/2013/07/shear-force-bending-moment-diagram-01.html

My second article contains the 5 (Five) examples about Shear Force Diagram (SFD) & Bending Moment Diagram (BMD), which is,

http://seasoft022.blogspot.com/2013/07/shear-force-bending-moment-diagram-02_4.html

Now, I am going to present to you more 3 (three) examples about Shear Force Diagram (SFD) & Bending Moment Diagram (BMD), So Let's Start,

Example-01:

A beam (ABCD, AB=3 feet, BC=3 feet, CD=2 feet) of total 8 feet length, Pin Support acts at point A which is most left point of this beam, Roller Support acts at point D which is most right point of this beam. UDL 1 kip/feet acts over AB portion (3 feet) and 3 kip/feet triangular UDL acts over CD portion (2 feet).

Example-01: Page 01 of 02

Example-01: Page 02 of 02

Example-02:

A beam (ABCDEFG, AB=15 feet, BC=15 feet, CD=5 feet, DE=5 feet, EF=10 feet, FG=5 feet) of total 55 feet length, Pin Support acts at point B which is 15 feet far from left end, Roller Support acts at point D which is 20 feet far from right end. UDL 1 kip/feet acts over EF portion (10 feet) and 2 kip/feet triangular UDL acts over AB portion (15 feet). Angula Point Load 50 kip acts at point C where horizontal:vertical ratio is 3:4.

Example-02: Page 01 of 02

Example-02: Page 02 of 02

Example-03:

A beam (ABCD, AB=6 feet, BC=4 feet, CD=3 feet) of total 13 feet length, Triangular UDL 2 kip/feet acts over AB portion (46feet) and Triangular UDL 4 kip/feet triangular UDL acts over CD portion (3 feet). An UDL of 3 kip/feet acts at the portion BC (4 feet) with upward direction.

Example-03: Page 01 of 01

Dear Viewers,
If my articles about Shear Force Diagram (SFD) & Bending Moment Diagram (BMD) help you, that will my success and my hard-working will get its proper award. If you have any more question about SFD & BMD then please write me. I will try my best to give answer your question. Please feel free to contact for any other information.

Thanks and Regards,
Engr. Snehashish Bhattacharjee (Tushar),
SEA Soft and Design Consultants, seasoft022.blogspot.com
E-mail: sea.bd.022@gmail.com